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고감쇠고무와 강재슬릿의 복합 댐퍼로 보강한 건축물의 해석적 성능평가

Analytical Performance Evaluation of Structure Reinforced with HRS Damper

  • 투고 : 2022.08.16
  • 심사 : 2022.10.02
  • 발행 : 2022.12.15

초록

In this study, an incremental loading test of the HRS(Hybrid Rubber Slit) damper was additionally performed to define the physical characteristics according to the incremental test results, and an analytical study was performed according to the damping design procedure by selecting an example structure. As a result of performing seismic performance evaluation before reinforcement by selecting a RC structure similar to an actual school structure as an example structure, the story drift ratio was satisfied, but some column members collapsed due to bending deformation. In order to secure the seismic performance, the damping design procedure of the HRS damper was presented and performed. As a result of calculating the amount of damping device according to the expected damping ratio and applying it to the example structure, the hysteresis behavior was stable without decrease in strength, and the story drift ratio and the shear force were reduced according to the damping effect. Finally the column members that had collapsed before reinforcement satisfied the LS Level.

키워드

과제정보

이 논문은 2022년도 정부(과학기술정보통신부)의 재원으로 한국연구재단(NRF-2020R1C1C1005779)에 의해 수행되었습니다.

참고문헌

  1. Roh, J. E., Lee S. H., "Experimental Evaluation of a Multi-action Hybrid Damper under Cyclic Loading", Journal of the Architectural Institute of Korea Structure & Construction, Vol.32, pp.3~9, 2016, doi:10.5659/JAIK_SC.2016.32.11.3
  2. FEMA, "Interim Testing Protocols for Determining the Seismic Performance Characteristics of Structural and Nonstructural Components(FEMA-461)", pp.21~23, 2007.
  3. Architectural Institute of Korea, "Seismic Building Design Code and Commentary : KDS 41 17 00", pp.136~139, 2019.
  4. Ministry of Education, "Seismic Performance Evaluation and Reinforcement Manual for School Facilities", pp.97, 2021
  5. S.H. Lee, "Damping system applied structure design according to KBC 2016", MIDAS Technical Leader's Group, 2015.